Attachment 02 - Construction Drawings - Upgrade Domestic Water System (50 pages).pdf

NETWORK CONTRACTING OFFICE 8 (NCO8)

VA CARIBBEAN HEALTHCARE SYSTEM

ADMINISTRATIVE BUILDING SUITE #4M440

#10 CALLE CASIA

SAN JUAN PR 00921-3201

Veterans Affairs Department of

3603 NW 98TH STREET, SUITE B

GAINESVILLE, FLORIDA 32606

PH: (352) 474-6124

FAX. (352) 553-4437

COA: FL REG #29758

DESIGNED FOR:

Veterans AffairsVeterans AffairsVeterans Affairs Department of Veterans Affairs Department of

PROJECT

AREA

DESIGNED BY:

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124

FAX: (352) 553-4437

COA: FL REG #29758

AKEA Project No. 170-19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

100%

CONSTRUCTION

DOCUMENTS

G001

PROJECT

LOCATION

SAN JUAN, PR

SAFETY ENGINEER SIGNATURE FIELD ADDED 11-29-21

William Rodriguez Arroyo

2021.11.29 11:10:53 -05'00'

SURVEYING AND MAPPING CONSULTANTS

B-17 Marginal Ext. Forest Hills, Bayamon, P.R., 00959

Tel. (787) 787-6010 Cel. 787-505-3190 info@antoniomelendezpr.com

TOPOGRAPHIC SURVEY

SURVEYORS NOTES:

ABBREVIATIONS: LEGEND

BORING LAYOUT

OF AN AREA LOCATED AT

THE HOSPITAL DE VETERANOS

SAN JUAN, PUERTO RICO

Sta. 1

Sta. 2

HORIZONTAL & VERTICAL CONTROL

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124

FAX: (352) 553-4437

COA: FL REG #29758

AKEA Project No. 170-19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Design, Inc.

FOR CONSTRUCTION

BID DOCUMENTS

SAN JUAN, PUERTO RICO

SEPTEMBER 10, 2021

UPGRADE DOMESTIC

WATER SYSTEM FOR

HURRICANE HARDENING

672-19-716

WR MDT

100%

CONSTRUCTION

DOCUMENTS

C001

TOPOGRAPHIC SURVEY

BASE FILE

T2

KEY PLAN - SITE

NORTH

T1

SURVEY REFERENCE

STATION 1

SURVEY REFERENCE

STATION 2

STATE OF

P

R O

FESS IO NA L ENGIN

EE

R

M

IC

HA EL D. T OOTLENo. 67818 L I C E N S E

F L O R I D A

Date: 2021.09.09 18:11:09 -04'00' William Rodriguez Arroyo

2021.09.09 18:17:30 -04'00'

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124

FAX: (352) 553-4437

COA: FL REG #29758

AKEA Project No. 170-19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Design, Inc.

FOR CONSTRUCTION

BID DOCUMENTS

SAN JUAN, PUERTO RICO

SEPTEMBER 10, 2021

UPGRADE DOMESTIC

WATER SYSTEM FOR

HURRICANE HARDENING

672-19-716

WR MDT

100%

CONSTRUCTION

DOCUMENTS

C002

GENERAL NOTES, CIVIL NOTES,

UTILITY NOTES

STATE OF

P

R O

FESS IO NA L ENGIN

EE

R

M

IC

HA EL D. T OOTLENo. 67818 L I C E N S E

F L O R I D A

Date: 2021.09.09 18:11:49 -04'00' William Rodriguez Arroyo

2021.09.09 18:37:25 -04'00'

Tel. (787) 787-6010 Cel. 787-505-3190 info@antoniomelendezpr.com

TOPOGRAPHIC SURVEY

SURVEYORS NOTES:

ABBREVIATIONS: LEGEND

BORING LAYOUT

OF AN AREA LOCATED AT

THE HOSPITAL DE VETERANOS

SAN JUAN, PUERTO RICO

Sta. 1

Sta. 2

HORIZONTAL & VERTICAL CONTROL

REFERENCE FOR

NEW CONSTRUCTION

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124

FAX: (352) 553-4437

COA: FL REG #29758

AKEA Project No. 170-19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Design, Inc.

FOR CONSTRUCTION

BID DOCUMENTS

SAN JUAN, PUERTO RICO

SEPTEMBER 10, 2021

UPGRADE DOMESTIC

WATER SYSTEM FOR

HURRICANE HARDENING

672-19-716

WR MDT

100%

CONSTRUCTION

DOCUMENTS

C100

EXISTING CONDITIONS

T2

KEY PLAN - SITE

NORTH

T1

SURVEY REFERENCE

STATION 1

SURVEY REFERENCE

STATION 2

NEW TANK CENTER

STATE OF

P

R O

FESS IO NA L ENGIN

EE

R

M

IC

HA EL D. T OOTLENo. 67818 L I C E N S E

F L O R I D A

Date: 2021.09.09 18:12:40 -04'00'

William Rodriguez Arroyo

2021.09.09 18:20:27 -04'00'

Tel. (787) 787-6010 Cel. 787-505-3190 info@antoniomelendezpr.com

TOPOGRAPHIC SURVEY

SURVEYORS NOTES:

ABBREVIATIONS: LEGEND

BORING LAYOUT

OF AN AREA LOCATED AT

THE HOSPITAL DE VETERANOS

SAN JUAN, PUERTO RICO

Sta. 1

Sta. 2

HORIZONTAL & VERTICAL CONTROL

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124

FAX: (352) 553-4437

COA: FL REG #29758

AKEA Project No. 170-19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Design, Inc.

FOR CONSTRUCTION

BID DOCUMENTS

SAN JUAN, PUERTO RICO

SEPTEMBER 10, 2021

UPGRADE DOMESTIC

WATER SYSTEM FOR

HURRICANE HARDENING

672-19-716

WR MDT

100%

CONSTRUCTION

DOCUMENTS

C200

DEMOLITION PLAN

T2

KEY PLAN - SITE

NORTH

T1

SURVEY REFERENCE

STATION 1

SURVEY REFERENCE

STATION 2

TANK CENTER

STATE OF

P

R O

FES S IO NA L ENGIN

EE

R

M

IC

HA EL D. T OOTLENo. 67818 L I C E N S E

F L O R I D A

Date: 2021.09.09 18:13:27

2021.09.09 18:21:34 -04'00'

Tel. (787) 787-6010 Cel. 787-505-3190 info@antoniomelendezpr.com

TOPOGRAPHIC SURVEY

SURVEYORS NOTES:

ABBREVIATIONS: LEGEND

BORING LAYOUT

OF AN AREA LOCATED AT

THE HOSPITAL DE VETERANOS

SAN JUAN, PUERTO RICO

Sta. 1

Sta. 2

HORIZONTAL & VERTICAL CONTROL

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124

FAX: (352) 553-4437

COA: FL REG #29758

AKEA Project No. 170-19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Design, Inc.

FOR CONSTRUCTION

BID DOCUMENTS

SAN JUAN, PUERTO RICO

SEPTEMBER 10, 2021

UPGRADE DOMESTIC

WATER SYSTEM FOR

HURRICANE HARDENING

672-19-716

WR MDT

100%

CONSTRUCTION

DOCUMENTS

C210

EROSION AND SEDIMENT CONTROL

T2

KEY PLAN - SITE

NORTH

T1

SURVEY REFERENCE

STATION 1

SURVEY REFERENCE

STATION 2

TANK CENTER

STATE OF

P

R O

FESS IO NA L ENGIN

EE

R

M

IC

HA EL D. T OOTLENo. 67818 L I C E N S E

F L O R I D A

Date: 2021.09.09 18:13:54

2021.09.09 18:19:17 -04'00'

Phone: (352) 474-6124

FAX: (352) 553-4437

COA: FL REG #29758

AKEA Project No. 170-19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Design, Inc.

FOR CONSTRUCTION

BID DOCUMENTS

SAN JUAN, PUERTO RICO

SEPTEMBER 10, 2021

UPGRADE DOMESTIC

WATER SYSTEM FOR

HURRICANE HARDENING

672-19-716

WR MDT

100%

CONSTRUCTION

DOCUMENTS

C220

EROSION AND SEDIMENT CONTROL

DETAILS

STATE OF

P

R O

FESS IO NA L ENGIN

EE

R

M

IC

HA EL D. T OOTLENo. 67818 L I C E N S E

F L O R I D A

Date: 2021.09.09 18:14:17 -04'00'

2021.09.09 18:22:41 -04'00'

Tel. (787) 787-6010 Cel. 787-505-3190 info@antoniomelendezpr.com

TOPOGRAPHIC SURVEY

SURVEYORS NOTES:

ABBREVIATIONS: LEGEND

BORING LAYOUT

OF AN AREA LOCATED AT

THE HOSPITAL DE VETERANOS

SAN JUAN, PUERTO RICO

Sta. 1

Sta. 2

HORIZONTAL & VERTICAL CONTROL

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124

FAX: (352) 553-4437

COA: FL REG #29758

AKEA Project No. 170-19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Design, Inc.

FOR CONSTRUCTION

BID DOCUMENTS

SAN JUAN, PUERTO RICO

SEPTEMBER 10, 2021

UPGRADE DOMESTIC

WATER SYSTEM FOR

HURRICANE HARDENING

672-19-716

WR MDT

100%

CONSTRUCTION

DOCUMENTS

C300

TANK FOUNDATION FOOTPRINT

T2

KEY PLAN - SITE

NORTH

T1

SURVEY REFERENCE

STATION 1

SURVEY REFERENCE

STATION 2

TANK CENTER

BLDG CORNER

STATE OF

P

R O

FESS IO NA L ENGIN

EE

R

M

IC

HA EL D. T OOTLENo. 67818 L I C E N S E

F L O R I D A

Date: 2021.09.09 18:14:45 -04'00' William Rodriguez Arroyo

2021.09.09 18:42:24 -04'00'

Tel. (787) 787-6010 Cel. 787-505-3190 info@antoniomelendezpr.com

TOPOGRAPHIC SURVEY

SURVEYORS NOTES:

ABBREVIATIONS: LEGEND

BORING LAYOUT

OF AN AREA LOCATED AT

THE HOSPITAL DE VETERANOS

SAN JUAN, PUERTO RICO

Sta. 1

Sta. 2

HORIZONTAL & VERTICAL CONTROL

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124

FAX: (352) 553-4437

COA: FL REG #29758

AKEA Project No. 170-19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Design, Inc.

FOR CONSTRUCTION

BID DOCUMENTS

SAN JUAN, PUERTO RICO

SEPTEMBER 10, 2021

UPGRADE DOMESTIC

WATER SYSTEM FOR

HURRICANE HARDENING

672-19-716

WR MDT

100%

CONSTRUCTION

DOCUMENTS

C310

TANK DIMENSIONS

T2

KEY PLAN - SITE

NORTH

T1

SURVEY REFERENCE

STATION 1

SURVEY REFERENCE

STATION 2

TANK CENTER

STATE OF

P

R O

FESS IO NA L ENGIN

EE

R

M

IC

HA EL D. T OOTLENo. 67818 L I C E N S E

F L O R I D A

Date: 2021.09.09 18:15:13 -04'00' William Rodriguez Arroyo

2021.09.09 18:40:54 -04'00'

Tel. (787) 787-6010 Cel. 787-505-3190 info@antoniomelendezpr.com

TOPOGRAPHIC SURVEY

SURVEYORS NOTES:

ABBREVIATIONS: LEGEND

BORING LAYOUT

OF AN AREA LOCATED AT

THE HOSPITAL DE VETERANOS

SAN JUAN, PUERTO RICO

Sta. 1

Sta. 2

HORIZONTAL & VERTICAL CONTROL

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124

FAX: (352) 553-4437

COA: FL REG #29758

AKEA Project No. 170-19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Design, Inc.

FOR CONSTRUCTION

BID DOCUMENTS

SAN JUAN, PUERTO RICO

SEPTEMBER 10, 2021

UPGRADE DOMESTIC

WATER SYSTEM FOR

HURRICANE HARDENING

672-19-716

WR MDT

100%

CONSTRUCTION

DOCUMENTS

C320

SITE PLAN AT GRADE

T2

KEY PLAN - SITE

NORTH

T1

SURVEY REFERENCE

STATION 1

SURVEY REFERENCE

STATION 2

TANK CENTER

STATE OF

P

R O

FESS IO NA L ENGIN

EE

R

M

IC

HA EL D. T OOTLENo. 67818 L I C E N S E

F L O R I D A

Date: 2021.09.09 18:15:43 -04'00'

2021.09.09 18:39:25 -04'00'

Tel. (787) 787-6010 Cel. 787-505-3190 info@antoniomelendezpr.com

TOPOGRAPHIC SURVEY

SURVEYORS NOTES:

ABBREVIATIONS: LEGEND

BORING LAYOUT

OF AN AREA LOCATED AT

THE HOSPITAL DE VETERANOS

SAN JUAN, PUERTO RICO

Sta. 1

Sta. 2

HORIZONTAL & VERTICAL CONTROL

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124

FAX: (352) 553-4437

COA: FL REG #29758

AKEA Project No. 170-19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Design, Inc.

FOR CONSTRUCTION

BID DOCUMENTS

SAN JUAN, PUERTO RICO

SEPTEMBER 10, 2021

UPGRADE DOMESTIC

WATER SYSTEM FOR

HURRICANE HARDENING

672-19-716

WR MDT

100%

CONSTRUCTION

DOCUMENTS

C330

GRADING PLAN

T2

KEY PLAN - SITE

NORTH

T1

SURVEY REFERENCE

STATION 1

SURVEY REFERENCE

STATION 2

TANK CENTER

STATE OF

P

R O

FESS IO NA L ENGIN

EE

R

M

IC

HA EL D. T OOTLENo. 67818 L I C E N S E

F L O R I D A

Date: 2021.09.09 18:16:08 -04'00' William Rodriguez Arroyo

2021.09.09 18:56:20 -04'00'

Tel. (787) 787-6010 Cel. 787-505-3190 info@antoniomelendezpr.com

TOPOGRAPHIC SURVEY

SURVEYORS NOTES:

ABBREVIATIONS: LEGEND

BORING LAYOUT

OF AN AREA LOCATED AT

THE HOSPITAL DE VETERANOS

SAN JUAN, PUERTO RICO

Sta. 1

Sta. 2

HORIZONTAL & VERTICAL CONTROL

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124

FAX: (352) 553-4437

COA: FL REG #29758

AKEA Project No. 170-19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Design, Inc.

FOR CONSTRUCTION

BID DOCUMENTS

SAN JUAN, PUERTO RICO

SEPTEMBER 10, 2021

UPGRADE DOMESTIC

WATER SYSTEM FOR

HURRICANE HARDENING

672-19-716

WR MDT

100%

CONSTRUCTION

DOCUMENTS

C340

PAVING REPAIR AND

STRIPING PLAN

T2

KEY PLAN - SITE

NORTH

T1

SURVEY REFERENCE

STATION 1

SURVEY REFERENCE

STATION 2

TANK CENTER

STATE OF

P

R O

FESS IO NA L ENGIN

EE

R

M

IC

HA EL D. T OOTLENo. 67818 L I C E N S E

F L O R I D A

Date: 2021.09.09 18:16:38 -04'00' William Rodriguez Arroyo

2021.09.09 18:54:15 -04'00'

Phone: (352) 474-6124

FAX: (352) 553-4437

COA: FL REG #29758

AKEA Project No. 170-19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Design, Inc.

FOR CONSTRUCTION

BID DOCUMENTS

SAN JUAN, PUERTO RICO

SEPTEMBER 10, 2021

UPGRADE DOMESTIC

WATER SYSTEM FOR

HURRICANE HARDENING

672-19-716

WR MDT

100%

CONSTRUCTION

DOCUMENTS

TYPICAL BOLLARD DETAIL

TYPICAL TEMPORARY

CONSTRUCTION FENCE DETAIL

SIDEWALK

PROTECTION

ADJACENT TO

VEHICLE DRIVE

C350

CIVIL DETAILS

THIS DETAIL IS SHOWN TO INDICATE FOUNDATION RADIUS

OF 1'-6" GREATER THAN TANK RADIUS.

SEE STRUCTURAL DRAWINGS FOR FOUNDATION DESIGN

NEW ASPHALT PAVEMENT MEETS

EXISTING ASPHALT PAVEMENT

ROAD SAWCUT AND REPAIR LOCATION

AS NEEDED FOR SITE RESTORATION

STATE OF

P

R O

FESS IO NA L ENGIN

EE

R

M

IC

HA EL D. T OOTLENo. 67818 L I C E N S E

F L O R I D A

Date: 2021.09.09 18:17:22

2021.09.09 18:49:49 -04'00'

Phone: (352) 474-6124

FAX: (352) 553-4437

COA: FL REG #29758

AKEA Project No. 170-19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Design, Inc.

FOR CONSTRUCTION

BID DOCUMENTS

SAN JUAN, PUERTO RICO

SEPTEMBER 10, 2021

UPGRADE DOMESTIC

WATER SYSTEM FOR

HURRICANE HARDENING

672-19-716

WR MDT

100%

CONSTRUCTION

DOCUMENTS

C400

ELEVATION CROSS SECTIONS

EAST-WEST

3'

EXISTING CONDITION

DURING CONSTRUCTION

FINISH GRADE

14'

24'

14'

24'

SEE NOTE

C002

SEE NOTE

C002

SEE NOTE

C002

SEE NOTE

C002

STATE OF

P

R O

FESS IO NA L ENGIN

EE

R

M

IC

HA EL D. T OOTLENo. 67818 L I C E N S E

F L O R I D A

Date: 2021.09.09 18:17:56 -04'00'

2021.09.09 18:46:48 -04'00'

Tel. (787) 787-6010 Cel. 787-505-3190 info@antoniomelendezpr.com

TOPOGRAPHIC SURVEY

SURVEYORS NOTES:

ABBREVIATIONS: LEGEND

BORING LAYOUT

OF AN AREA LOCATED AT

THE HOSPITAL DE VETERANOS

SAN JUAN, PUERTO RICO

Sta. 1

Sta. 2

HORIZONTAL & VERTICAL CONTROL

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124

FAX: (352) 553-4437

COA: FL REG #29758

AKEA Project No. 170-19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Design, Inc.

FOR CONSTRUCTION

BID DOCUMENTS

SAN JUAN, PUERTO RICO

SEPTEMBER 10, 2021

UPGRADE DOMESTIC

WATER SYSTEM FOR

HURRICANE HARDENING

672-19-716

WR MDT

100%

CONSTRUCTION

DOCUMENTS

C500

SITE SECURITY

FENCING AND BOLLARDS

T2

KEY PLAN - SITE

NORTH

T1

SURVEY REFERENCE

STATION 1

SURVEY REFERENCE

STATION 2

TANK CENTER

STATE OF

P

R O

FESS IO NA L ENGIN

EE

R

M

IC

HA EL D. T OOTLENo. 67818 L I C E N S E

F L O R I D A

Date: 2021.09.09 18:18:33 -04'00'

2021.09.09 18:45:17 -04'00'

COMMERCIAL CHAIN LINK FENCE

TYPICAL FENCE WITH TOP RAIL WITH

BARBED

WIRE

WITH

BARBED

WIRE

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124

FAX: (352) 553-4437

COA: FL REG #29758

AKEA Project No. 170-19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Design, Inc.

FOR CONSTRUCTION

BID DOCUMENTS

SAN JUAN, PUERTO RICO

SEPTEMBER 10, 2021

UPGRADE DOMESTIC

WATER SYSTEM FOR

HURRICANE HARDENING

672-19-716

WR MDT

100%

CONSTRUCTION

DOCUMENTS

C501

FENCE DETAILS

STATE OF

P

R O

FESS IO NA L ENGIN

EE

R

M

IC

HA EL D. T OOTLENo. 67818 L I C E N S E

F L O R I D A

Date: 2021.09.09 18:19:50

2021.09.09 19:02:30 -04'00'

H

H

BANDS, RAIL ENDS & TIGHTENERS

POST TOPS

KNUCKLED SELVAGE

GATE FRAMES & HINGE

DOUBLE GATE

DETAIL A: TYPICAL CENTER REST

TYPICAL DROP ROD ASSEMBLY

RAIL SPLICE

FENCE MATERIALS

ORDINARY PIPE

GATE MATERIALS

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124

FAX: (352) 553-4437

COA: FL REG #29758

AKEA Project No. 170-19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Design, Inc.

FOR CONSTRUCTION

BID DOCUMENTS

SAN JUAN, PUERTO RICO

SEPTEMBER 10, 2021

UPGRADE DOMESTIC

WATER SYSTEM FOR

HURRICANE HARDENING

672-19-716

WR MDT

100%

CONSTRUCTION

DOCUMENTS

C502

FENCE DETAILS

STATE OF

P

R O

FESS IO NA L ENGIN

EE

R

M

IC

HA EL D. T OOTLENo. 67818 L I C E N S E

F L O R I D A

Date: 2021.09.09 18:20:22

2021.09.09 18:58:22 -04'00'

Tel. (787) 787-6010 Cel. 787-505-3190 info@antoniomelendezpr.com

TOPOGRAPHIC SURVEY

SURVEYORS NOTES:

ABBREVIATIONS: LEGEND

BORING LAYOUT

OF AN AREA LOCATED AT

THE HOSPITAL DE VETERANOS

SAN JUAN, PUERTO RICO

Sta. 1

Sta. 2

HORIZONTAL & VERTICAL CONTROL

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124

FAX: (352) 553-4437

COA: FL REG #29758

AKEA Project No. 170-19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Design, Inc.

FOR CONSTRUCTION

BID DOCUMENTS

SAN JUAN, PUERTO RICO

SEPTEMBER 10, 2021

UPGRADE DOMESTIC

WATER SYSTEM FOR

HURRICANE HARDENING

672-19-716

WR MDT

100%

CONSTRUCTION

DOCUMENTS

L100

LANDSCAPE: GRASSING PLAN

T2

KEY PLAN - SITE

NORTH

T1

SURVEY REFERENCE

STATION 1

SURVEY REFERENCE

STATION 2

TANK CENTER

STATE OF

P

R O

FESS IO NA L ENGIN

EE

R

M

IC

HA EL D. T OOTLENo. 67818 L I C E N S E

F L O R I D A

Date: 2021.09.09 18:20:48 -04'00' William Rodriguez Arroyo

2021.09.09 19:00:49 -04'00'

EX. SIDEWALK

P B

L A N D

IN

G

L A N D

IN

G

WALL & GALV. FENCE UNDER CONSTRUCTION

WALL & GALV. FENCE UNDER CONSTRUCTION

RAMP

Sta. 1

Sta. 2

UTILITY TRENCH

TRENCH

U T

IL

IT

Y

T R E N C H

UTILITY TRENCH

A101

NEW PUMP HOUSE

NEW STEEL TANK

(SEE STRUCTURAL)

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INNOVATIVE

ENGINEERING

INCORPORATED

Design, Inc.

This drawing has been electronically signed and sealed by the individual named at right.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124

FAX: (352) 553-4437

COA: FL REG #29758

AKEA Project No. 170-19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

PROFESSIONAL ENGINEER PR. LIC. NO.AKEA DESIGN: REGISTERED ARCHITECT

100%

CONSTRUCTION

DOCUMENTS

BID DOCUMENTS

FOR CONSTRUCTION

THOMAS H. GYLLSTROM, AIA

FL REG #AR0009098

-0 9-

5:

:5

ARCHITECTURAL SITE PLAN

UPGRADE DOMESTIC

WATER SYSTEM FOR

HURRICANE HARDENING

SAN JUAN, PUERTO RICO

672-19-716

THG JG

WILLIAM RODRIGUEZ 10209

A100

SEPTEMBER 10, 2021

1" = 10'-0"1 ARCHITECTURAL SITE PLAN

Revisions: Date: 19 OF 50

William Rodriguez Arroyo

2021.09.08 16:27:40 -04'00'

Digitally signed by Thomas H. Gyllstrom

AIA LEED AP

Date: 2021.09.09 10:49:22 -04'00'

Level 1 0' - 0"

PARAPET

10' - 0"

A101

B.O. ROOF

8' - 0"

L6

2'

8"

5' - 4"

4'

8"

7' - 5"20' - 0" 5' - 4"

35' - 4"

16"

7'

4"L8 L7 L3 L4

A101

A101

L4

A101

A101

15NOTE: ALL INTERIOR

SURFACES PT-1

STUCCO

L4

L3 L7 L8

Level 1 0' - 0"

PARAPET

10' - 0"

B.O. ROOF

8' - 0"

STUCCO

L6 L5

2" PVC PIPE SCUPPER & OVERFLOW

2" PVC PIPE SCUPPER & OVERFLOW

STUCCO

7'

4"

2' - 8" 3' - 4"

EF-1

16" x 16" R.O.

L2

Level 1 0' - 0"

PARAPET

10' - 0"

B.O. ROOF

8' - 0"

STUCCO

35' - 4"

1' - 4"

7'

4"

EF-2 - 16" x 16" R.O.

7'

4"L1 105 104

SCUPPER & OVERFLOW

SCUPPER & OVERFLOW

SLOPE CONCRETE ROOF

SLOPE CONCRETE ROOF

NOTE: CONCRETE SEALANT

RECOMMENDED

DOOR SCHEDULE NOTES

AND ABBREVIATIONS

DETAIL NUMBERS ARE ON A101

SEE 08 7100 FOR HARDWARE SETS

SEE 08 1710 FOR INTEGRATED DOOR ASSEMBLIES

ADO - AUTOMATIC DOOR OPENER

CR - CARD READER

HM - HOLLOW METAL

PR - PAIR

PP - PUSH PLATE, FOR ACTIVATING ADO's

DOOR

WIDTH

2" 2"

4" D

O O

R H

EI

G

H T

EQ

2" 2"

4" D

O O

R H

EI

G

H T

DOOR WIDTH

EQ

BACKER ROD AND

SEALANT, BOTH SIDES,

TYPICAL

CMU, REFERENCE STRUCTURAL

DRAWINGS FOR FILLED CMU CELL

REQUIREMENTS

DOOR AS SCHEDULED

MASONRY "T"-STRAP 3 PER JAMB

AT CMU WALL, TYP.

STUCCO FINISH

2"

6"

CONCRETE SLAB

RE: STRUCTURAL

DWGS.

ALUMINUM THRESHOLD

CONTINUOUS MASTIC BED

DOOR FRAME BEYOND

DOOR

JOINT SEALER

JOINT FILLER

CONCRETE

WALK

JT

SLOPE

SIDEWALK FOR

POSITIVE

DRAINAGE AWAY

FROM BUILDING

0' - 4"

0'

1"

REINFORCEMENT PLATE

FASTENED TO LOUVER &

PRECAST PANEL

INSECT AND BIRD SCREEN

LOUVER AS SCHEDULED

BACKER

ROD &

SEALANT

R.O.

DRIP EDGE

ANCHOR BOLTSTUCCO

FINISH

LOUVER AS SCHEDULED

R.O.

VERIFY W/ MFR.

0' - 0" MAX.

BACKER ROD & SEALANT

METAL SILL FLASHING

WITH END DAM

(ALL 3 SIDES)

INSECT AND BIRD SCREEN

REINFORCEMENT PLATE

FASTENED TO LOUVER &

PRECAST PANEL

CMU, REFERENCE STRUCTURAL

DRAWINGS FOR FILLED CMU CELL

REQUIREMENTS

STUCCO FINISH

CALK, BOTH SIDES

DOOR PANEL AS

SCHEDULED

GROUT FILL FRAME

6"D O

O R

H

EI

G H

T

AS

S C

H

ED

DOOR FRAME AS

SCHEDULED

STUCCO

FINISH SEE STRUCTURAL FOR

REINFORCEMENT

4"

PRE-FINISHED METAL SILL

FLASHING WITH END DAM

(ALL 3 SIDES)

SEALANT

CMU, REFERENCE STRUCTURAL

DRAWINGS FOR FILLED CMU

CELL REQUIREMENTS

BEAD OF SEALANT

UNDER FLASHING, TYP.

INSECT AND

BIRD SCREEN

R.O.

REINFORCEMENT

PLATE FASTENED

TO LOUVER &

PRECAST PANEL

LOUVER AS

SCHEDULED

STUCCO FINISH

0' - 2"

2' - 0" 4' - 0"

2'

8" 2'

0"

2'

8" 7'

4"

18' - 0"

5'

4"

6' - 0"

6'

0"

1' - 4"3' - 4"7' - 4"

4'

0" 5'

4"

2'

8" 5'

4"

3'

4"

2' - 8" 4' - 0" 4' - 8" 4' - 0" 2' - 8"

6'

8" 7'

4"

6'

8"

A101

A101

A101

A101

A101

A101

4'

0"

8"

2'

8" 7'

4"

L5 L6

L1

L8

L7

L3

L4

L2

EF-2

EF-1

NOTE: SEE MECHANICAL

FOR EXHAUST FAN AND

LOUVER SCHEDULE.

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INNOVATIVE

ENGINEERING

INCORPORATED

Design, Inc.

This drawing has been electronically signed and sealed by the individual named at right.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124

FAX: (352) 553-4437

COA: FL REG #29758

AKEA Project No. 170-19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

PROFESSIONAL ENGINEER PR. LIC. NO.AKEA DESIGN: REGISTERED ARCHITECT

100%

CONSTRUCTION

DOCUMENTS

BID DOCUMENTS

FOR CONSTRUCTION

THOMAS H. GYLLSTROM, AIA

FL REG #AR0009098

-1 0-

4:

:4

NEW PUMP HOUSE

ARCHITECTURAL DRAWINGS

UPGRADE DOMESTIC

WATER SYSTEM FOR

HURRICANE HARDENING

SAN JUAN, PUERTO RICO

672-19-716

THG JG

WILLIAM RODRIGUEZ 10209

A101

SEPTEMBER 10, 2021

1/4" = 1'-0"4 SECTION 4

1/4" = 1'-0"3 SECTION 3

1/4" = 1'-0"8 NEW PUMP EAST ELEVATION

1/4" = 1'-0"7 NEW PUMP NORTH ELEVATION

1/4" = 1'-0"6 NEW PUMP SOUTH ELEVATION

1/4" = 1'-0"5 NEW PUMP HOUSE WEST ELEVATION

1/4" = 1'-0"2 NEW PUMP HOUSE ROOF PLAN

DOOR AND FRAME SCHEDULE

MARK

LEAF

TYPE

DOOR DOOR FRAME DETAIL

FIRE

RATING HARDWARE COMMENTS

SIZE

MAT'L STYLE MAT'L STYLE HEAD JAMB SILLWIDTH HEIGHT

103 SINGLE 3' - 0" 7' - 0" HM D1 HM F1 12 13 14 -

104 DOUBLE 7' - 0" 7' - 2" HM D2 HM F2 12 13 14 -

105 DOUBLE 7' - 0" 7' - 2" HM D2 HM F2 12 13 14 -

1/4" = 1'-0"9 DOOR TYPES

1/4" = 1'-0"10 FRAME TYPES

3" = 1'-0"13 EXTERIOR DOOR JAMB DETAIL

3" = 1'-0"14

THRESHOLD DETAIL - EXTERIOR

HOLLOW METAL

3" = 1'-0"15 LOUVER HEAD DETAIL

3" = 1'-0"16 LOUVER JAMB DETAIL

3" = 1'-0"12 DOOR HEAD DETAIL

3" = 1'-0"17 LOUVER SILL DETAIL

D-1 D-2 F-1 F-2

2'

SCALE : 1/4" = 1'-0"

0 4' 8'

FINISH SCHEDULE

FINISH CODE FINISH TYPE

MANUFACTURER

NAME

OTHER

ACCEPTABLE

MFR'S DESCRIPTION PRODUCT NAME

PRODUCT

NUMBER COLOR NOTES

PT-2 STUCCO 3M CRYLI COTE

FLOOR TROWELED NATURAL MATCH

EXISTING PUMP HOUSE

PT-1 PAINT SYSTEM BENJAMIN MOORE LATEX (SEE SPECS) SCRUB TOUGH TO BE COORDINATED WITH

VA INTERIOR DESIGNER

FIELD PAINT- ENTIRE

PUMP HOUSE

1 1/2" = 1'-0"11 SCUPPER/OVERFLOW DETAIL

1/4" = 1'-0"18 NEW PUMP HOUSE FLOOR PLAN

BUILDING ELEVATION NOTES:

PAINT INTERIOR AND EXTERIOR OF CMU AND CONCRETE

ROOF DECK WITH 1 COAT BLOCK FILLER AND 1 COAT

ELASTOMERIC PAINT. COLOR TBD.

PAINT HOLLOW METAL DOORS AND FRAMES WITH 1

COAT EXTERIOR PRIMER AND 2 COATS EXTERIOR GLOSS

ACRYLIC ENAMEL PAINT. COLOR TBD.

Revisions: Date:

Revision 1 10/05/2021 Revision 2 10/27/2021

Digitally signed by Thomas H.

Gyllstrom AIA LEED AP Date: 2021.11.04 10:24:00 -04'00'

2021.11.05 11:28:10 -04'00'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

OF

100%

CONSTRUCTION

DOCUMENTS

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124 Fax: (352) 553-4437

QBO: FL REG#29758

AKEA Project No. 170-19

Design, Inc.

BID DOCUMENTS

FOR CONSTRUCTION

STRUCTURAL NOTES

UPGRADE DOMESTIC

WATER SYSTEM FOR

HURRICANE HARDENING

SAN JUAN, PUERTO RICO

672-19-716

SLM DCASEPTEMBER 10, 2021Revisions: Date:

Sta. 2

Bo B B B B

RAMP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

OF

100%

CONSTRUCTION

DOCUMENTS

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124 Fax: (352) 553-4437

QBO: FL REG#29758

AKEA Project No. 170-19

Design, Inc.

BID DOCUMENTS

FOR CONSTRUCTION

STRUCTURAL DEMOLITION PLAN

UPGRADE DOMESTIC

WATER SYSTEM FOR

HURRICANE HARDENING

SAN JUAN, PUERTO RICO

672-19-716

SLM DCASEPTEMBER 10, 2021

Scale: 1/8"=1'-0"

4' 8' 16' 24'2'

Revisions: Date:

EX. SIDEWALK

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

OF

100%

CONSTRUCTION

DOCUMENTS

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124 Fax: (352) 553-4437

QBO: FL REG#29758

AKEA Project No. 170-19

Design, Inc.

BID DOCUMENTS

FOR CONSTRUCTION

OVERALL SITE PLAN

UPGRADE DOMESTIC

WATER SYSTEM FOR

HURRICANE HARDENING

SAN JUAN, PUERTO RICO

672-19-716

SLM DCASEPTEMBER 10, 2021

Scale: 1/8"=1'-0"

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

OF

100%

CONSTRUCTION

DOCUMENTS

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124 Fax: (352) 553-4437

QBO: FL REG#29758

AKEA Project No. 170-19

Design, Inc.

BID DOCUMENTS

FOR CONSTRUCTION

PUMP HOUSE FRAMING PLANS

UPGRADE DOMESTIC

WATER SYSTEM FOR

HURRICANE HARDENING

SAN JUAN, PUERTO RICO

672-19-716

SLM DCASEPTEMBER 10, 2021

1' 2'

Scale: 1/2"=1'-0"

6" 4' 6

8' 1' 2'

Scale: 1/2"=1'-0"

6" 4' 6

8'

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

OF

100%

CONSTRUCTION

DOCUMENTS

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124 Fax: (352) 553-4437

QBO: FL REG#29758

AKEA Project No. 170-19

Design, Inc.

BID DOCUMENTS

FOR CONSTRUCTION

TANK FOUNDATION PLAN

UPGRADE DOMESTIC

WATER SYSTEM FOR

HURRICANE HARDENING

SAN JUAN, PUERTO RICO

672-19-716

SLM DCASEPTEMBER 10, 2021

Scale: 1/8"=1'-0"

4' 8' 16' 24'2'

Scale: 1/8"=1'-0"

CONTRACTOR NOTE:

TYPICAL KEYWAY DIMENSIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

OF

100%

CONSTRUCTION

DOCUMENTS

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124 Fax: (352) 553-4437

QBO: FL REG#29758

AKEA Project No. 170-19

Design, Inc.

BID DOCUMENTS

FOR CONSTRUCTION

CONCRETE DETAILS

UPGRADE DOMESTIC

WATER SYSTEM FOR

HURRICANE HARDENING

SAN JUAN, PUERTO RICO

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

OF

100%

CONSTRUCTION

DOCUMENTS

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124 Fax: (352) 553-4437

QBO: FL REG#29758

AKEA Project No. 170-19

Design, Inc.

BID DOCUMENTS

FOR CONSTRUCTION

CONCRETE DETAILS

UPGRADE DOMESTIC

WATER SYSTEM FOR

HURRICANE HARDENING

SAN JUAN, PUERTO RICO

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

OF

100%

CONSTRUCTION

DOCUMENTS

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124 Fax: (352) 553-4437

QBO: FL REG#29758

AKEA Project No. 170-19

Design, Inc.

BID DOCUMENTS

FOR CONSTRUCTION

CONCRETE DETAILS

UPGRADE DOMESTIC

WATER SYSTEM FOR

HURRICANE HARDENING

SAN JUAN, PUERTO RICO

8" MASONRY REBAR LAP SPLICE

LENGTH FOR SINGLE BARS IN CELLS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

OF

100%

CONSTRUCTION

DOCUMENTS

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124 Fax: (352) 553-4437

QBO: FL REG#29758

AKEA Project No. 170-19

Design, Inc.

BID DOCUMENTS

FOR CONSTRUCTION

MASONRY DETAILS

UPGRADE DOMESTIC

WATER SYSTEM FOR

HURRICANE HARDENING

SAN JUAN, PUERTO RICO

M200

PART. SITE PLAN AND FLOOR PLAN -

NEW PUMP STATION 3 - VENTILATION

T2

KEY PLAN - SITE

NORTH

T1

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124

FAX: (352) 553-4437

COA: FL REG #29758

AKEA Project No. 170-19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

100%

CONSTRUCTION

DOCUMENTS

William Rodriguez Arroyo

2021.09.08 13:23:41 -04'00'

10" DCW

P100

PARTIAL SITE PLAN - EXISTING

CONDITIONS SCHEMATIC

T2

KEY PLAN - SITE

NORTH

T1

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124

FAX: (352) 553-4437

COA: FL REG #29758

AKEA Project No. 170-19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

100%

CONSTRUCTION

DOCUMENTS

William Rodriguez Arroyo

2021.09.08 13:25:28

Phone: (352) 474-6124

FAX: (352) 553-4437

COA: FL REG #29758

AKEA Project No. 170-19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

100%

CONSTRUCTION

DOCUMENTS

P101

PARTIAL SITE PLAN -

DEMOLITION

T2

KEY PLAN - SITE

NORTH

T1

William Rodriguez Arroyo

2021.09.08 13:28:09

B

C

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124

FAX: (352) 553-4437

COA: FL REG #29758

AKEA Project No. 170-19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

100%

CONSTRUCTION

DOCUMENTS

P200

ENLARGED PARTIAL SITE PLAN -

NEW WORK - STEEL TANK

T2

KEY PLAN - SITE

NORTH

T1

1 2

William Rodriguez Arroyo

2021.09.08 13:31:08

C

C C

P201

GENERAL PARTIAL SITE PLAN

T2

KEY PLAN - SITE

NORTH

T1

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124

FAX: (352) 553-4437

COA: FL REG #29758

AKEA Project No. 170-19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

100%

CONSTRUCTION

DOCUMENTS

William Rodriguez Arroyo

2021.09.08 13:34:06

A

P202

PARTIAL PLANS AND SECTIONS -

EXISTING MAIN PUMP STATION

T2

KEY PLAN - SITE

NORTH

T1

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124

FAX: (352) 553-4437

COA: FL REG #29758

AKEA Project No. 170-19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

100%

CONSTRUCTION

DOCUMENTS

B

A

C

William Rodriguez Arroyo

2021.09.08 13:37:24

P300

FLOW DIAGRAM - EXISTING

PIPING ARRANGEMENTS

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124

FAX: (352) 553-4437

COA: FL REG #29758

AKEA Project No. 170-19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

100%

CONSTRUCTION

DOCUMENTS

William Rodriguez Arroyo

2021.09.08 13:39:18

Phone: (352) 474-6124

FAX: (352) 553-4437

COA: FL REG #29758

AKEA Project No. 170-19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

100%

CONSTRUCTION

DOCUMENTS

P301

FLOW DIAGRAM - NEW PIPING

ARRANGEMENTS

Revision 1 10/05/2021 Revision 2 - LEVEL INDICATOR & TRANSMITTER 10/27/2021

2021.10.27 15:51:15 -04'00'

MAIN POTABLE WATER SUPPLY PUMPS

(REFER TO SPECIFICATION SECTION 22 11 23)

NEW CENTRIFUGAL PUMPS AND CONTROLS (REPLACE EXISTING PUMPS: P-7, P-8, P-9, & P-10):

DESIGN CRITERIA

The process conditions considered for this design have been:

Fluid: Potable water Temperature: 80° F Specific gravity: 1.0

Maximum Required Flowrate Capacity: 900 gpm Required Discharge Pressure: 100 psig Total Number of Pumps: Four (4) units Number of Pumps for Required Capacity: Three (3) units Hydraulic Redundancy:

33% Type of suction: Flooded (storage tanks) Minimum Piping Size for Pump: 4.0” (7.56 fps velocity) Pumps' Type of Operation: Variable speed System's Installation: Indoor, NO direct sunlight exposure, 90 °F maximum ambient temperature Electrical Classification: Non-classified area, TEFC motors and NEMA 12 enclosure Electrical Feeder: 3 / 60 / 460 VAC Electrical Panel: Field Mounted Type of Control: PLC & Operator Interface Terminal (OIT)

Remote Communication: BACNET

BASIS OF DESIGN

To furnish:

Four (4) centrifugal multi-stage inline pumps One (1) quadruplex electrical panel for power and control purposes One (1) analog pressure transmitter to be installed in the common discharge manifold

Four (4) centrifugal multi-stage inline pumps each with capacity of 300 gpm at 231 ft TDH in order to meet a system's demand of 900 gpm @ 100 psig discharge pressure. The total maximum system capacity will be handled by three (3) identical pumps operating simultaneously; the fourth identical pump is for spare purposes providing 33% hydraulic redundancy.

The common discharge manifold includes an analog pressure transmitter. A PLC control unit will compare the pressure setting with the transmitter feedback and will regulate the pressure of the system varying the speed of the pump(s). The control system will adjust the kilowatt power delivered and used by any pump operating to match the system flow rate and pressure requirement at any time. The system will monitor the KW requirement of the motor and the quantity of pumps required to provide the system's demand. Lag pump(s) will ramp speed up to operating speed of the lead pump and then increase or reduce as necessary. Pumps operating in parallel will always operate at the same speed. Once the pressure of the system is stabilized and the RPM and KW measures are near the minimum for certain amount of time the lag pump will shut down until the lead pump provides the system's demand.

Pumps will alternate automatically based on pre-determined scheduled time every 24-hours period, cycles of operation or a fault associated to the pump(s) in operation whenever the HAND / OFF / AUTOMATIC selector switches are in automatic mode.

The system is connected to a flooded suction and requires a minimum pipe size of 4.00” from the storage tank to each pump.

The electrical panel includes a password protected operator interface terminal (OIT) the following features:

Main Screen: shows pumps status (OFF / ON / MANUAL / AUTOMATIC / FAULT, SPEED), discharge pressure (psig units)

Status Screen: shows status of the possible alarms (VFD fault, phase loss, low discharge pressure, discharge pressure transmitter communication fault, system stop).

Trend Screen: shows discharge pressure trend vs. time, energy consumption vs. time

Alarm Log: shows list of detected alarms with time / date details

Preventive Maintenance Screen: shows hour-meters and maintenance warnings with password protected reset function.

Setpoints Screen: shows the setpoints for discharge pressure, low discharge pressure alarm, high discharge pressure alarm, manual mode pre-set pump speed. Password protected for supervisor level.

For all above alarm conditions a visual and audible signal will be energized. To silence the audible alarm horn a SILENCER pushbutton is included but the alarm message will be energized until the associated situation is no longer present.

The heat computation for cooling purposes of the VFD panel has been designed using the following parameters:

Indoor installation No direct sunlight exposure 90°F maximum ambient temperature Maximum of three (3) pumps operating simultaneously

The system provides a BACNET gateway for communication with the BMS and the following I/O's for remote interface through terminal contacts:

One (1) dry-contact relay output for remote SYSTEM ON indication

One (1) dry-contact relay output for remote GENERAL FAULT indication

In addition, the panel includes the following features:

Managed Ethernet/IP switch with Network Address Translation (NAT) router connected to BACNET gateway

Panel-mounted program port (with Ethernet/IP communication port, 120 VAC simplex outlet) to reduce the risk of personal exposure of arc flash by reducing the need to access the enclosure

EQUIPMENT DESCRIPTION

NEW CENTRIFUGAL PUMPS AND CONTROLS (REPLACE EXISTING):

One (1) set of components for quadruplex potable water booster pump system (shipped loose and installed by others) consisting of the following components:

Centrifugal Pump: Four (4) Grundfos end-suction multi-stage centrifugal pumps model CR64-3-2A-G-A-E-HQQE, three (3) stages, able to handle 300 gpm @ 231 ft TDH, 4.0” ANSI Class 150# flanged suction / discharge connections, cast iron construction, 304 stainless steel impellers, 78.2% efficiency, 9.38 ft NPSHr, 27.2 HP required at design conditions, single cartridge mechanical seal (silicon carbide vs. silicon carbide faces, EPDM elastomers, 316 stainless steel metallic parts), motor (30 HP, 3500 rpm, TEFC enclosure, premium efficiency, inverter duty, 3/60/460 VAC, 35 FLA).

Pressure Transmitter (Common Discharge Manifold): One (1) Rosemount head pressure gage transmitter model 2088G2S22A1M4Q4, 0 - 150 psig pressure range, (1) 4-20 mADC Hart analog output, ½” MNPT process connection in 316L stainless steel construction, 316L stainless steel construction isolating diaphragm, silicone fill fluid, ½” FNPT electrical conduit connection, NEMA 4X LCD integral display with local operator interface, calibration certificate included, 316 stainless steel isolation ball valve with manual operation lever type.

POTABLE WATER BOOSTER PUMPS (continued)

(REFER TO SPECIFICATION SECTION 22 11 23)

Electrical Panel (with Redundancy): One (1) electrical panel for power and control purposes with:

(1) NEMA 12 enclosure, 72” (H) x 36” (W) x 24” (D), carbon steel with ANSI-61 gray powder coated, single door, concealed hinges, 3-point latching mechanics, wall / surface mounted style

(2) NEMA 12 filtered exhaust fan, 860 cfm free air displacement, easy pull-out cleanable / reusable 10-micron filter, 1 /

60 / 120 VAC, 1.96 FLA

(1) main power distribution block with cover

(1) 500 VA 460/120 VAC control transformer

(1) 460 VAC phase monitor

(1) 600 VA uninterruptible power supply (UPS) for 120 VAC control circuit

(1) 1.3 amps / 24 VDC power supply for PLC and instruments

(1) 4 amps / 24 VDC power supply for OIT & Ethernet switch

(1) 8-port Managed Ethernet/IP switch with Network Address Translation (NAT) router

(1) ProSoft PS-QS-1010-0780 Quickserver gateway (Ethernet/IP to BACnet/IP), (1) Ethernet 10/100 RJ45 / (2) serial RS-485 terminal field connection, 24 VDC, 250 maximum points, DIN-rail mounted, BTL Mark approval

(1) panel-mounted program port with Ethernet/IP communication port, 120 VAC programmer's simplex outlet

(1) 2 poles / 2 amps miniature circuit breaker for control transformer

(1) 3 poles / 2 amps miniature circuit breaker for phase monitor

(1) 1 pole / 4 amps miniature circuit breaker for 120 VAC circuit

(4) 3 poles / 63 amps load switch with door-mounted rotary type lockable disconnect switch for LOTO purposes

(4) Allen Bradley variable frequency drive (VFD) model PowerFlex 525 sized for 30 HP / 3 / 60 / 460 VAC with integral alphanumeric human interface module (HIM), embedded Ethernet/IP communication module

(1) I/O Chassis for programmable logic controller (PLC) consisting of:

o (1) 7-slot ControlLogix chassis o (1) Allen Bradley 85-265 VAC power supply 10 amps @ 5V for ControlLogix o (1) Ethernet dual port 10-100M interface module (supports 128 TCP/IP connections, up to 8 axis), ring and linear topologies o (1) digital AC inputs module o (1) digital isolated relay output module o (1) analog current / voltage input module o (3) slot filler module for standard ControlLogix chassis

(1) Redundancy chassis consisting of:

o (1) 4-slot ControlLogix chassis o (1) Allen Bradley 85-265 VAC Power Supply 10 Amp @ 5V for ControlLogix o (1) ControlLogix 5570 controller with 2 MB memory o (1) Ethernet dual port 10-100M interface module (supports 128 TCP/IP connections, up to 8 axis), ring and linear topologies o (1) Ethernet 10-100M interface module o (1) ControlLogix redundancy module

(1) Allen Bradley PanelView Plus 7 Standard operator interface terminal (OIT), TFT color touchscreen, 10.4”, Ethernet/IP communication port, 24 VDC

(1) door-mounted maintained contact mushroom type twist-to-release pushbutton for SYSTEM STOP

(4) door-mounted 3-position selector switch for PUMP HAND / OFF / AUTOMATIC operation mode

(1) panel-mounted audible alarm horn

(1) panel-mounted tower light, (1) green beacon for SYSTEM ON indication, (1) red beacon for GENERAL FAULT indication

(1) dry-contact relay output for remote SYSTEM ON indication

(1) dry-contact relay output for remote GENERAL FAULT indication

(1) set of numbered terminal contacts, wire duct, wiring and phenolic labels

Manufacturer base of design: ENGINEERED, PARTS, AND SERVICES, INC.

RESERVED RESERVED

END OF SECTION

END OF SECTION

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124

FAX: (352) 553-4437

COA: FL REG #29758

AKEA Project No. 170-19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECTS/ENGINEERSCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

100%

CONSTRUCTION

DOCUMENTS

P600

POTABLE WATER EQUIPMENT

DATA

William Rodriguez Arroyo

2021.09.08 13:57:21

Maximum required flowrate capacity: 900 gpm

Required discharge pressure: 64 psig

Total number of pumps: Three (3) units

Number of pumps for required capacity: Two (2) units

Hydraulic redundancy: 50%

Type of suction: Flooded, inline type pressurized by PRASA

Piping material of construction: 304 stainless steel schedule 10

Size of Main Common Suction Manifold: 6.00”

Velocity of suction manifold at full capacity: 10.00 fps

Size of main common discharge manifold: 6.00”

Velocity of discharge manifold at full capacity: 10.00 fps

Pumps' type of operation: Variable speed

System's installation: Outdoor, NO direct sunlight exposure, 95 °F maximum ambient temperature

Electrical Classification: Non-classified area, TEFC motors and NEMA 4X enclosure in 304SS construction

Electrical Feeder: 3 Ph / 60 Hz / 460 VAC

Electrical Panel: Integral to skid

Type of Control: Programmable logic control (PLC) & operator interface terminal (OIT) TFT color touchscreen type by skid's manufacturer. Includes automatic ON/OFF butterfly valve for bypass resulting in energy savings when supply water source's pressure is above 40 psig

BASIS OF DESIGN & SEQUENCE OF OPERATION

To furnish one (1) skid-mounted triplex potable water booster system sized for 900 gpm @ 64 psig discharge pressure with NSF61 certified components. The total maximum system capacity will be handled by two (2) identical pumps operating simultaneously; the third identical pump is for spare purposes providing 50% hydraulic redundancy.

The common discharge manifold includes an analog pressure transmitter. A PLC control unit will compare the pressure setting with the transmitter feedback and will regulate the pressure of the system varying the speed of the pump(s). The control system will adjust the kilowatt power delivered and used by any pump operating to match the system flow rate and pressure requirement at any time. The system will monitor the KW requirement of the motor and the quantity of pumps required to provide the system's demand. Lag pump will ramp speed up to operating speed of the lead pump and then increase or reduce as necessary. Pumps operating in parallel will always operate at the same speed. Once the pressure of the system is stabilized and the RPM and KW measures are near the minimum for certain amount of time the lag pump will shut down until the lead pump provides the system's demand.

Pumps will alternate automatically based on pre-determined scheduled time every 24-hours period, cycles of operation, operational time or a fault associated to the pump(s) in operation whenever the HAND / OFF / AUTOMATIC selector switches are in automatic mode.

The system is connected to a flooded suction and requires a minimum pipe size of 6.00” the existing PRASA supply line to the skid's suction manifold. The suction manifold includes an analog pressure transmitter to protect the system against dry run conditions and monitor the suction pressure to operate the bypass automatic ON / OFF valve.

The electrical panel includes a password protected operator interface terminal (OIT) the following features:

Main Screen: shows pumps status (OFF / ON / MANUAL / AUTOMATIC / STAND-BY, FAULT), pump speed (Hz units) suction pressure (psig units), discharge pressure (psig units), discharge pressure setpoint (psig units), bypass valve status (OPEN / CLOSED / MANUAL / AUTOMATIC / FAULT)

Status Screen: shows status of the possible alarms (VFD fault, low energy consumption, broken pipe, phase loss, low suction pressure, suction pressure transmitter fault, low discharge pressure, discharge pressure transmitter fault, bypass valve position fault, system stop, PLC low battery).

Trend Screen: shows discharge pressure trend vs. time, energy consumption vs. time

Alarm Log: shows list of detected alarms with time / date details

Preventive Maintenance Screen: shows hour-meters and maintenance warnings with password protected reset function.

Setpoints Screen: shows the setpoints for discharge pressure, low suction pressure alarm, low discharge pressure alarm, high discharge pressure alarm, manual mode pre-set pump speed. Password protected for supervisor level.

For all above alarm conditions a visual and audible signal will be energized. To silence the audible alarm horn a SILENCER pushbutton is included but the alarm message will be energized until the associated situation is no longer present.

The heat computation…